| Title |
Determining of Ground Condition Criteria for Dam Reinforced RIM Grouting |
| Authors |
한기승(Han, Kiseung) ; 이동혁(Lee, Donghyuk) ; 박두희(Park, Duhee) |
| DOI |
https://doi.org/10.12652/Ksce.2022.42.2.0181 |
| Keywords |
RIM 그라우팅; 지반차수보강; 그라우팅; 수압시험; 파일럿 홀; Lugeon시험 RIM; Ground waterproof; Grouting; Water pressure test; Pilot hole; lugeon test |
| Abstract |
Dam slope RIM is a highly important contact interface where the main body and the base surface are connected. In general, when the grouting for the slope of the dam structure is designed, it is planned using limited data (drilling, geological map, etc.). This makes it very difficult to accurately consider the original ground characteristics of the slope RIM grouting target, In addition, when the grouting volume planned during the design is drilled and injected into the original ground where the waterstop is secured, there is a possibility that the original ground with the waterstop is disturbed and the effect of the waterstop is rather diminished. In order to overcome such problems, it is more suitable to first consider geological conditions and determine whether to perform optimal grouting on the original ground through on-site repair tests before performing RIM grouting. In this paper, to determine the grouting of the RIM unit, a pilot
hole water pressure test was performed on the rock of the slope in the target section. The analysis shows grouting volume of 1 Lugeon or less, and the cement injection amount also shows the injection result of 1 kg/m or less. In this case, performing grouting is rather
counterproductive. This result can be evaluated through a rock of which some degree of order of mass is secured, as it is a dam design standard of 1 Lugeon or less when analyzed, using the results of visual observation and geological map creation during slope cutting. Therefore, in conclusion, it is preferable to make the decision for using RIM grouting on the slope of the dam body structure, based on 1 Lugeon in a rock state, and the cement injection amount also at 1 kg/m. |